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Published jointly by the Federal Highway Administration and the National Concrete Bridge Council

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Month: July 2010

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Posted on 07/01/201011/09/2020

HPC for the I-10 Bridges in Louisiana

John Horn, Volkert Construction Services In August 2005, Hurricane Katrina decimated the Gulf Coast and nearly destroyed the 5.5-mile (8.9-km) long twin-span, I-10 bridges that connect South Mississippi with New Orleans across Lake Pontchartrain. The existing structures were quickly repaired

Read More >>HPC for the I-10 Bridges in Louisiana

  • Issue 62 July/August 2010
Posted on 07/01/201011/09/2020

Letter to the Editor

The following letter was received concerning the article titled “Measurement of Air Content in Concrete,” which was published in HPC Bridge Views, Issue No. 61, May/June 2010. EditorThe article describes various methods for measuring the air content of concrete. I think

Read More >>Letter to the Editor

  • Issue 62 July/August 2010
Posted on 07/01/201011/09/2020

AASHTO Adopts Recommended Practice on Alkali-Silica Reactivity

Gina Ahlstrom, Federal Highway Administration In August 2008, a task group was formed under the American Association of State Highway and Transportation Officials (AASHTO) Subcommittee on Materials to review current specifications pertaining to alkali-silica reactivity (ASR). The task group was

Read More >>AASHTO Adopts Recommended Practice on Alkali-Silica Reactivity

  • Issue 62 July/August 2010
post-image
Posted on 07/01/201011/09/2020

HPC for the Angeles Crest Bridge 1

Jose Higareda, California Department of Transportation The Angeles Crest Bridge 1 is located along scenic Route 2 northwest of the city of Los Angeles within the Angeles National Forest, California. The 208-ft (63.4-m) long single span, precast, prestressed concrete, spliced

Read More >>HPC for the Angeles Crest Bridge 1

  • Issue 62 July/August 2010
Posted on 07/01/201011/09/2020

Question & Answer

Question: If the concrete in my precast, prestressed concrete bridge beams has achieved the specified compressive strength before the specified age, is there any reason not to transport and erect them? Answer: For prestressed concrete bridge beams, the Engineer specifies

Read More >>Question & Answer

  • Issue 62 July/August 2010

Recent Articles

  • Drilled Shafts as Mass Concrete?
  • Mass Concrete Specifications – Two States’ Perspectives
  • Evaluation of Performance Based Concrete for Bridge Decks in Washington State
  • Selecting a Bridge Joint System
  • VDOT’s Use of Concrete Closure Pours to Eliminate Bridge Deck Expansion Joints

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